# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 125
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -22.92
# Trailing edge coordinates (mm): x= 66.01  y= 16.48
#
#  x(mm)    y(mm)
   10.30    -4.30
   10.62    -4.39
   11.12    -4.61
   11.63    -4.73
   12.13    -4.80
   12.63    -4.93
   13.14    -4.93
   13.64    -4.93
   14.15    -4.93
   14.65    -4.93
   15.16    -4.83
   15.66    -4.80
   16.17    -4.73
   16.67    -4.67
   17.18    -4.55
   17.68    -4.45
   18.19    -4.33
   18.69    -4.20
   19.19    -4.07
   19.70    -3.88
   20.20    -3.72
   20.71    -3.57
   21.21    -3.38
   21.72    -3.22
   22.22    -3.06
   22.73    -2.87
   23.23    -2.69
   23.74    -2.49
   24.24    -2.31
   24.75    -2.08
   25.25    -1.89
   25.76    -1.68
   26.26    -1.45
   26.77    -1.23
   27.27    -1.01
   27.77    -0.79
   28.28    -0.57
   28.78    -0.35
   29.29    -0.16
   29.79     0.06
   30.30     0.28
   30.80     0.50
   31.31     0.72
   31.81     0.88
   32.32     1.13
   32.82     1.39
   33.33     1.64
   33.83     1.89
   34.34     2.14
   34.84     2.40
   35.34     2.65
   35.85     2.90
   36.35     3.15
   36.86     3.40
   37.36     3.66
   37.87     3.91
   38.37     4.10
   38.88     4.35
   39.38     4.54
   39.89     4.76
   40.39     4.98
   40.90     5.17
   41.40     5.39
   41.91     5.61
   42.41     5.80
   42.92     5.99
   43.42     6.24
   43.93     6.50
   44.43     6.69
   44.93     6.94
   45.44     7.19
   45.94     7.38
   46.45     7.63
   46.95     7.88
   47.46     8.07
   47.96     8.26
   48.47     8.51
   48.97     8.67
   49.48     8.86
   49.98     9.05
   50.49     9.24
   50.99     9.40
   51.50     9.62
   52.00     9.78
   52.50    10.00
   53.01    10.22
   53.52    10.44
   54.02    10.66
   54.52    10.91
   55.03    11.10
   55.53    11.35
   56.04    11.61
   56.54    11.86
   56.98    12.11